Tender for Rj-19-01/Nagar Parishad Jhalawar/2024-25 - Earthwork in excavation for roadway in soil,including stacking / disposal of surplus Material exclusive of compensation of earth(MoRTH specification : clause 301 to 305). By Hydraulic Excavator CK-90 of 0.9 cum bucket capacity and tipper with disposal upto 1000 mtrs. 2 ekek HkkUtk ls ek/kks foykl dh vksj ¼Mkejhdj.k jksM+½ 3 vkjVhvks vkWfQl ls eq.Msjh iqfy;k rd ¼Mkejhdj.k jksM+½ 4 dqy 5 Dressing of earth work including cutting and filling upto 15cm (MoRTH specification : clause 301 to 305) 6 ekek HkkUtk ls ek/kks foykl dh vksj ¼Mkejhdj.k jksM+½ 7 vkjVhvks vkWfQl ls eq.Msjh iqfy;k rd ¼Mkejhdj.k jksM+½ 8 Mkd caxyk jksM+ ls vfrfjDr iqfyl v/kh{kd fuokl rd ¼lhlh jksM+½ 9 dqy 10 Providing, laying and spreading and compacting specified graded crushed stone in sub-base course including premixing the Material at OMC in mechanical mixer (Pug mill), carriage of mixed Material, laying in uniform layers with Motor Grader, F.E. Loader, on a prepared surface and compacting with Vibratory Compactor to achieve the desired density including all Material, labour, machinery, lighting barricading and maintenance of Driversion complete. (MoRTH specification clause 401). with all lead & lift 11 ekek HkkUtk ls ek/kks foykl dh vksj ¼Mkejhdj.k jksM+½ 12 vkjVhvks vkWfQl ls eq.Msjh iqfy;k rd ¼Mkejhdj.k jksM+½ 13 dqy 14 Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub-base/base course on a well prepared under-base and compacting with Vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Driversion etc. (MoRTH specification : Clause 406). with all lead & lift 15 ekek HkkUtk ls ek/kks foykl dh vksj ¼Mkejhdj.k jksM+½ 16 vkjVhvks vkWfQl ls eq.Msjh iqfy;k rd ¼Mkejhdj.k jksM+½ 17 Mkd caxyk jksM+ ls vfrfjDr iqfyl v/kh{kd fuokl rd ¼lhlh jksM+½ 18 dqy 19 Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @7.50 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specifiedrates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112 20 ekek HkkUtk ls ek/kks foykl dh vksj ¼Mkejhdj.k jksM+½ 21 vkjVhvks vkWfQl ls eq.Msjh iqfy;k rd ¼Mkejhdj.k jksM+½ 22 dqy 23 Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.275 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification Cl. 502, 112. 24 ekek HkkUtk ls ek/kks foykl dh vksj ¼Mkejhdj.k jksM+½ 25 vkjVhvks vkWfQl ls eq.Msjh iqfy;k rd ¼Mkejhdj.k jksM+½ 26 dqy 27 Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates (as per table 500-9, 500-10 and design mix) for base/binder course including loading of Material with F.E. loader, heating of binder (including cost of anti stripping compound, wherever required) aggregates and filler in hot mix plant (40-60 TPH), transporting the mixed Material by tippers and laying with sensor paver finisher as per clause 504.3.5 to the required level and grade, rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller, 150-250 KN. TP=0.7 Mpa, to achieve the desired density (approved by the department) but excluding primer/tack coat. (MoRTH specification : clause 505, 112). with all lead & lift(a) 50-75mm compacted thickness with 4.5% bitumen content VG30 grade 28 ekek HkkUtk ls ek/kks foykl dh vksj ¼Mkejhdj.k jksM+½ 29 vkjVhvks vkWfQl ls eq.Msjh iqfy;k rd ¼Mkejhdj.k jksM+½ 30 dqy 31 Providing and laying Bituminous Concrete as per Design Mix on prepared surface with specified graded stone aggregates as per Table 500-17, for wearing course including loading of aggregates with F.E. loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and 3% cement filler with aggregates in Hot Mix Plant 40-60 TPH, transporting the mixed Material with tipper to paver and laying with sensor paver finisher (as per clause 504-3.5) to the required level, grades and rolling with vibratory compactor and pneumatic tyred roller 150-250 kN, TP = 0.7 Mpa, to achieve the desired density (approved by the department as per job mix) excluding cost of primer/tack coat. (MoRTH specification : clause 507). with all lead & lift30-45mm compacted with 6% binder(a) With straight run bitumen grade VG30 32 ekek HkkUtk ls ek/kks foykl dh vksj ¼Mkejhdj.k jksM+½ 33 vkjVhvks vkWfQl ls eq.Msjh iqfy;k rd ¼Mkejhdj.k jksM+½ 34 dqy 35 Providing and Erecting typical Citizens Information Board as per approved drawing & specification of MoRD, made of two MS Sheet of 1.6 mm thick each of size 900 mm × 750 mm stiffened by angle iron 25 mm ×25 mm × 3 mm all around the plate and plates fixed on frame of 75 mm dia pipe of 12 SWG sheet (vertical post 3050 m with angle holdfasts and horizontal member 900 mm) to be joined by 5 mm thick MS plate at 12 places (65 × 50 mm) duly embedded in cement concrete M-15 grade of block of 600 mm × 600 mm × 750 mm size below ground level as per enclosed drawings & as directed by Engineering - In-Charge. All MS will be stove enameled on both side, Lettering, figuring and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour etc. complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MoRD specification. 36 ekek HkkUtk ls ek/kks foykl dh vksj ¼Mkejhdj.k jksM+½ 37 vkjVhvks vkWfQl ls eq.Msjh iqfy;k rd ¼Mkejhdj.k jksM+½ 38 Mkd caxyk jksM+ ls vfrfjDr iqfyl v/kh{kd fuokl rd ¼lhlh jksM+½ 39 dqy 40 Supply of villege Name Board size 600x900 mm made out of 1.25 mm thick M.S. Sheet duly framed with 30mm Outer Dia Mild Steel tube tightened with M.S. flat 12x3 mm fixed on two posts of size 40 mm ODMS tube 3M long whole board is processed in blue/white stoving enamel paint and white/red machine cut reflective sheet complete in all respect posts duly painted with black/white synthetic enamel. 41 ekek HkkUtk ls ek/kks foykl dh vksj ¼Mkejhdj.k jksM+½ 42 vkjVhvks vkWfQl ls eq.Msjh iqfy;k rd ¼Mkejhdj.k jksM+½ 43 dqy 44 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes 45 ekek HkkUtk ls ek/kks foykl dh vksj ¼Mkejhdj.k jksM+½ 46 vkjVhvks vkWfQl ls eq.Msjh iqfy;k rd ¼Mkejhdj.k jksM+½ 47 dqy 48 Raised Pavment Marker ( Cats Eyes): Supplyingand Fixing of Molded Shank Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. The contractor shall submit 2 years pre qualified warranty certificate from the manufacturer for satisfactory field performance during the time of bid submission 49 ekek HkkUtk ls ek/kks foykl dh vksj ¼Mkejhdj.k jksM+½ 50 vkjVhvks vkWfQl ls eq.Msjh iqfy;k rd ¼Mkejhdj.k jksM+½ 51 dqy 52 Dismantling of flexible pavements and disposal of dismantled Materials upto a lead of 1000 mtrs. Stacking serviceable and unserviceable Materials separately. (MoRTH specification : Clause 202) BY MECHANICAL MEANS Bituminous Courses 53 vkjVhvks vkWfQl ls eq.Msjh iqfy;k rd ¼Mkejhdj.k jksM+½ 54 dqy 55 Construction of sub-grade and earthen shoulders with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 tonne to meet requirement of Table 300-2 as per MoRTH specification : Clause No. 305. 56 vkjVhvks vkWfQl ls eq.Msjh iqfy;k rd ¼Mkejhdj.k jksM+½ 57 dqy 58 Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock pilling at designated locations and disposal of dismantled Materials upto a lead of 1000 mtrs. stacking serviceable and unserviceable Materials separately.(MoRTH specification : Clause 202) 59 Mkd caxyk jksM+ ls vfrfjDr iqfyl v/kh{kd fuokl rd ¼lhlh jksM+½ 60 dqy 61 Carriage of sand bajri, ballast, stone, boulders, kankar and gravelly, EarthMaterial including loading and unloading stacking etc. complete. [MoRTH specification : 514.5 Table 500.28] For a lead upto 8 km 62 Mkd caxyk jksM+ ls vfrfjDr iqfyl v/kh{kd fuokl rd ¼lhlh jksM+½ 63 dqy 64 Dry lean cement concrete sub - base.Construction of dry lean cement concrete 1:3:6 sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size ofcoarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blening to be as per Table 600-1, cement content not to be less than 200 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing. 65 Mkd caxyk jksM+ ls vfrfjDr iqfyl v/kh{kd fuokl rd ¼lhlh jksM+½ 66 dqy 67 Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or Fix form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip,, tie rod, admixtures and vacuum processing pump as approved, , finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade 68 Mkd caxyk jksM+ ls vfrfjDr iqfyl v/kh{kd fuokl rd ¼lhlh jksM+½ 69 dqy 70 Providing and fixing 3-layer PP-R (Polypropylene random coplymer ) pipes SDR 7.4 UV stabilized and antimicrobial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded Polypropylene random fittings including trenching, refilling and testing of joint complete as per direction of Engineer - in charge. (EXTERNAL WORKS)PN-16Pipe, 16 mm OD 71 Mkd caxyk jksM+ ls vfrfjDr iqfyl v/kh{kd fuokl rd ¼lhlh jksM+½ 72 dqy 73 Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 300 mm dia 74 Mkd caxyk jksM+ ls vfrfjDr iqfyl v/kh{kd fuokl rd ¼lhlh jksM+½ 75 dqy 76 Supplying & Fixing R.C.C. Manholes covers with frame of approved make (Light duty). Size 500mm dia (Double seal) 77 Mkd caxyk jksM+ ls vfrfjDr iqfyl v/kh{kd fuokl rd ¼lhlh jksM+½ 78 dqy 79 P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia 80 Mkd caxyk jksM+ ls vfrfjDr iqfyl v/kh{kd fuokl rd ¼lhlh jksM+½ 81 dqy 82 Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. In ordinary soil [MoRTH Specification : clause 301] BY MECHANICAL MEANS Depth upto 3m 83 Mkd caxyk jksM+ ls vfrfjDr iqfyl v/kh{kd fuokl rd ¼lhlh jksM+½ 84 dqy 85 Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500].With 20mm nominal size aggregate P.C.C.M-15 grade 86 Mkd caxyk jksM+ ls vfrfjDr iqfyl v/kh{kd fuokl rd ¼lhlh jksM+½ 87 dqy 88 Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. With 20mm nominal size aggregate R.C.C.M-20 grade By using concrete mixer 89 Mkd caxyk jksM+ ls vfrfjDr iqfyl v/kh{kd fuokl rd ¼lhlh jksM+½ 90 dqy 91 Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 600 mm dia 92 Mkd caxyk jksM+ ls vfrfjDr iqfyl v/kh{kd fuokl rd ¼lhlh jksM+½ 93 dqy 94 Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600]. HYSD bar reinforcement 95 Mkd caxyk jksM+ ls vfrfjDr iqfyl v/kh{kd fuokl rd ¼lhlh jksM+½ 96 dqy
